偏心ブレース構造

偏心ブレース構造

査読付論文

Xiaodong Ji, Yandong Wang, Junshan Zhang, and Taichiro Okazaki. (2017). “Seismic behavior and fragility curves of replaceable steel coupling beams with slabs.” Engineering Structures, 150, pp. 622-635.(in Japanese with English Synopsis).

 

Xiaodong Ji, Yandong Wang, Qifeng Ma, and Taichiro Okazaki. (2017). “Cyclic behavior of replaceable steel coupling beams.” Journal of Structural Engineering, American Society of Civil Engineers, 143(2), 04016169.

 

Xiaodong Ji, Yandong Wang, Qifeng Ma, and Taichiro Okazaki. (2016). “Cyclic behavior of very short steel shear links.” Journal of Structural Engineering, American Society of Civil Engineers, 142(2), 04015114.

 

Jong-Kook Hong, Chia-Ming Uang, Taichiro Okazaki, and Michael D. Engelhardt. (2015). “Link-to-column connection with supplemental web doubler plates in eccentrically braced frames.” Journal of Structural Engineering, American Society of Civil Engineers, 141(8), 04014200.

 

Taichiro Okazaki, Michael D. Engelhardt, Jong-Kook Hong, Chia-Ming Uang, and Apostolos Drolias. (2015). “Improved link-to-column connections for steel eccentrically braced frames.” Journal of Structural Engineering, American Society of Civil Engineers, 141(8), 04014201.

 

Gül Yiğitsoy, Cem Topkaya, and Taichiro Okazaki. (2014). “Stability of beams in steel eccentrically braced frames.” Journal of Constructional Steel Research, 96, pp. 14-25.

 

Jeffrey W. Berman, Taichiro Okazaki, and Heidrun O. Hauksdottir. (2010). “Reduced link sections for improving the ductility of eccentrically braced frame link-to-column connections.” Journal of Structural Engineering, American Society of Civil Engineers, 136(5), pp. 543-553.

 

Taichiro Okazaki, Michael D. Engelhardt, Apostolos Drolias, Eric Schell, Jong-Kook Hong, and Chia-Ming Uang. (2009). “Experimental investigation of link-to-column connections in eccentrically braced frames.” Journal of Constructional Steel Research, 65, pp. 1401-1412.

 

Paul Richards, Taichiro Okazaki, Michael D. Engelhardt, and Chia-Ming Uang. (2007). “Impact of recent findings on eccentrically braced frame (EBF) design.” Engineering Journal, American Institute of Steel Construction, 44(1), pp. 41-53.

 

Taichiro Okazaki and Michael D. Engelhardt. (2007) “Cyclic loading behavior of EBF links constructed of ASTM A992 steel.” Journal of Constructional Steel Research, 63, pp. 751-765.

 

Taichiro Okazaki, Michael D. Engelhardt, Masayoshi Nakashima, and Keiichiro Suita. (2006). “Experimental study on link-to-column connections in steel eccentrically braced frames.” Journal of Structural Engineering, American Society of Civil Engineers, 132(8), pp. 1201-1211.

 

Taichiro Okazaki, Gabriela Arce, Han-Choul Ryu, and Michael D. Engelhardt. (2005). “Experimental study of local buckling, overstrength, and fracture of links in EBFs.” Journal of Structural Engineering, American Society of Civil Engineers, 131(10), pp. 1526-1535.

 

国内・外の会議梗概

Xiaodong Ji, Qifeng Ma, Y. Wang, Taichiro Okazaki, and Yandong Wang. (2014). “Cyclic behavior of steel shear links used in replaceable coupling beams.” Paper No. 1731, 10th U.S. National Conference on Earthquake Engineering (10NCEE), Anchorage, Alaska, July 21-25, 2014.

 

Taichiro Okazaki, Michael D. Engelhardt, Apostolos Drolias, Eric Schell, Jon-Kook Hong, and Chia-Ming Uang. (2008). “Experimental behavior of link-to-column connections in eccentrically braced frames.” International Workshop on Connections in Steel Structures 2008 (Connections VI), Chicago, Illinois, June 23 – 25, 2008.

 

Taichiro Okazaki, Eric Schell, and Michael D. Engelhardt. (2006). “Experimental investigation of link-to-column connections in concentrically braced frames.” Fifth International Conference on Behavior of Steel Structures in Seismic Areas (STESSA 2006), Yokohama, Japan, August 14 – 17, 2006.

 

Taichiro Okazaki and Michael D. Engelhardt. (2006). “Finite element simulation of link-to- column connections in steel eccentrically braced frames.” 100th Anniversary Earthquake Conference commemorating the 1906 San Francisco Earthquake (Eighth National Conference on Earthquake Engineering), San Francisco, California, April 18 – 22, 2006.

 

Taichiro Okazaki and Michael D. Engelhardt. (2006). “Development of link-to-column connections for steel eccentrically braced frames.” Third International Conference on Urban Earthquake Engineering, Tokyo Institute of Technology, Tokyo, Japan, March 6 – 7, 2006.

 

Taichiro Okazaki and Michael D. Engelhardt. (2005), “Seismic performance of link-to-column connections in steel eccentrically braced frames,” Second International Conference on Urban Earthquake Engineering, Tokyo Institute of Technology, Tokyo, Japan, March 7 – 8, 2005.

 

Paul Richards, Chia-Ming Uang, Taichiro Okazaki, and Michael D. Engelhardt. (2004). “Impact of recent research findings on eccentrically braced frame (EBF) design.” Structural Engineers Association of California (SEAOC) Convention 2004, Monterey, California, August 25 – 28, 2004.

 

Taichiro Okazaki, Michael D. Engelhardt, Masayoshi Nakashima, and Keiichiro Suita. (2004). “Experimental study on link-to-column connections in steel eccentrically braced frames.” The Thirteenth World Conference on Earthquake Engineering, Paper No. 275, Vancouver, British Columbia, Canada, August 1 – 6, 2004.

 

Taichiro Okazaki, Gabriela Arce, and Michael D. Engelhardt. (2004). “Recent research on link performance in steel eccentrically braced frames.” The Thirteenth World Conference on Earthquake Engineering, Paper No. 302, Vancouver, British Columbia, Canada, August 1 – 6, 2004.

 

Taichiro Okazaki, Michael D. Engelhardt, Masayoshi Nakashima, Keiichiro Suita, and K.-C. Tsai. (2003). “Behaviour of link-to-column connections in steel eccentrically braced frames.” Fourth International Conference on Behavior of Steel Structures in Seismic Areas (STESSA 2003), 351-356, Naples, Italy, June 9 – 12, 2003.

 

Gabriela Arce, Taichiro Okazaki, and Michael D. Engelhardt. (2003). “Experimental behaviour of shear and flexural yielding links of ASTM A992 steel.” Fourth International Conference on Behavior of Steel Structures in Seismic Areas (STESSA 2003), 107-113, Naples, Italy, June 9 – 12, 2003.